Providing Permanent Sewerage Scheme to Sarkaghat Town in Tehsil Sarkaghat Distt. Mandi H.P.

Amount

Excavation in foundation, trenches etc. in all kinds of soil such as pick work jumper work, blasting work in soft/hard rock, chiselling in soft/hard rock including wedging out upto all lift, stacking the excavated soil upto all lead clear from the edge of excavation and then returning the stacked soil in 15cm layers when requaired into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

Excavation in foundation, trenches etc. in all kinds of soil such as pick work jumper work, stacking the excavated soil upto all lead clear from the edge of excavation and then returning the stacked soil in 15cm layers when requaired into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

Laying, jointing and testing of Ductile Iron pipe spygot and socketed pipes with CML (Push on joint) excluding cost of bends complete as per IS:8329-2000 class-K7, as per dimensions, weights and test pressures mentioned below in a random length of 4 to 7 meter complete in all respect i/c carriage in all leads & lifts. as per direction and to the entire satisfaction of Engineer-in-Charge.

Laying, jointing and testing of Ductile Iron pipe 150mm dia with wall thickness of 5.00mm outer dia 170mm, having weight of pipe 22.75 Kg/Rmt. and test pressure of 1.75Mpa jointing with S&S pipe CML (S.B.R tyton push on joint.) ( Labour rate )

Providing fixing Ductile Iron Y-Tee size 150x150 spygot and socketed Tee with CML (Push on joint) fixing complete as per IS: 4772 class-K12 as per dimensions, weight and test pressure mentioned below i/c carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Ductile Iron all socket Y-Tee 150x150mm dia with wall thickness of 12.65mm, having weight of pipe 34 Kg/Rmt and test pressure of 8.4 MPA jointing with S&S pipe with CML (S.B.R. Tyton push on joint.)

Providing fixing Ductile Iron plug of following size fixing complete as per IS: 4772 class-K12 as per dimensions, weight and test pressure mentioned below complete in all respect.

Ductile Iron all socket Plug 150mm dia with wall thickness of 12.65mm,

Provision for restoration of road/Path by providing and laying PCC 1:2:4 (1Cement:2sand:4 graded stone aggregate 20mm nominal size) excluding the coat of form work and curing complete in all respect i/c carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1 : 1.5 : 3 mix. ( 1 cement : 1 : sand : 2 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :

In Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

In Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto two level all floor level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

Providing and placing of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. (Labour reate)

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Column, pillar,posts,struts,square, rectangular or polygonal in plan as per direction of Engineer-in-charge upto all lead and lifts.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand) complete in all leads and level as per direction and to the entire satisfaction of Engineer-in-charge.

Providing Laying fibre reinforced concrete (SFRC) Manhole covers and frame confirming to IS : 12592 (part-I) 1988 with latest ammendments extra heavy, circular 600mm dia meter Heavy duty.

Providing and laying cement concrete 1:2:4 (1 Cement : 2 Sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.

(a) Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Column, pillar,posts,struts,square, rectangular or polygonal in plan as per direction of Engineer-in-charge upto all lead and lifts.

Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction of Engineer-in-Charge upto all lead and lift.

Providing and laying cement conrete 1 : 5 :10 . ( 1 cement : 5 sand and : 10 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer-in-charge.

M/S VIKAS CONSTRUCTION CO.